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11-14-1996 TJ-Beam(TM) Page 1 of 1 <br /> v4.42 215003073 1111 TJBEAMC <br /> DFP PLANNING S DESIGN <br /> 4797 HWY. 10 NE ARDEN HILLS, MN 55112 USA Phone: 636-6889 <br /> BEAM G <br /> ------------------------------------------------------------------------------------------------------------------------ <br /> Name: DFP PLANNING AND DESIGN Project Name: 960315 Page Title: <br /> Based on Allowable Stress Design (ASD) UBC building code for TJM products available through Distribution <br /> ------------------------------------------------------------------------------------------------------------------------ <br /> Application........ .... .... Roof Deflection Criteria (MR) Member Use................. BEAM <br /> Load Classification........ Roof LL De`l TL Defl Member Top Slopeh n/ft)... 0.000 <br /> Load Duration Factor....... 1.25 Span 1 L/360.. L/240 Roof Slope(in/ft;. . ....... 0.000 <br /> Live Load(psf)..... ........ 40.0 Floor Decking..... ...... .... N/A <br /> Dead Load(psf)..... ........ 15.0 Repetitive Member Use....... N/A <br /> Tributary Width( '-').... 1- 0.00 Reinforced Overhangs........ N/A. <br /> LOAD: Class LDF Begin End Live Load Dead Load :omment <br /> 1 Unif(plf) Roof 1.25 01- 0.00' 101- 6.00' 80 30 Add <br /> 1.75' z 7.25' Microllam(TM) ES LVL 2.0E <br /> 101- 6.00' " <br /> ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- <br /> This analysis for TJM products only, Substitution voids this analysis. <br /> IMPORTANT! The analysis presented blow is output from software developed by Trus Joist MacMillan(TJM`. TJM warrants <br /> the sizing of its products by this software will be accomplished in accordance with TJM produ:t design criteria and code <br /> accepted design values. The specific product application, input design loads, and stated dimensions have been provided <br /> by the software user. This output has not been reviewed by a TJM Associate. <br /> The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges <br /> of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. <br /> Design assumes adequate continuous lateral support of the compression edge. <br /> Maximum Design Allowable Control <br /> Shear(lb) 885 783 ( 3013 385% '-T. end Span 1 under Roof loading <br /> Moment(ft-lb) 2322 2322 l 5002 215% MID Span 1 under Roof loading <br /> Live Defl.(in) 0.310 l 0.350 L/406 MID Span 1 under Roof loading <br /> Total Oefl.(in) 0.436 ( 0.525 L/289 MID Span 1 under Roof loading <br /> Span i <br /> Max. Reaction Total(lb) 885 885 <br /> Live(lb) 630 630 <br /> Required Brg. Length(in) 1.50(W) 1.50(W) <br /> Max. Unbraced Length(in) 32 <br /> Copyright (c) 1995 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. <br /> Microllam(1M) and TJ-Beam(TM) are trademarks of Trus Joist MacMillan. <br />